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Effects of design and operational parameters on ammonium removal by single-stage French vertical flow filters treating raw domestic wastewater

Authors :
Rémy Gourdon
Ania Morvannou
Yoann Millot
Diederik P.L. Rousseau
Dirk Esser
S. Troesch
Pascal Molle
Epur Nature SAS
Universiteit Gent = Ghent University [Belgium] (UGENT)
Laboratoire de Génie Civil et d'Ingénierie Environnementale (LGCIE)
Université Claude Bernard Lyon 1 (UCBL)
Université de Lyon-Université de Lyon-Institut National des Sciences Appliquées de Lyon (INSA Lyon)
Université de Lyon-Institut National des Sciences Appliquées (INSA)-Institut National des Sciences Appliquées (INSA)
SINT
Société d'Ingénierie Nature & Technique
Qualité des eaux et prévention des pollutions (UR QELY)
Centre national du machinisme agricole, du génie rural, des eaux et forêts (CEMAGREF)
Institut national de recherche en sciences et technologies pour l'environnement et l'agriculture (IRSTEA)
Déchets Eaux Environnement Pollutions (DEEP)
Institut National des Sciences Appliquées de Lyon (INSA Lyon)
Université de Lyon-Institut National des Sciences Appliquées (INSA)-Université de Lyon-Institut National des Sciences Appliquées (INSA)
Universiteit Gent [Ghent]
Source :
Ecological Engineering, Ecological Engineering, Elsevier, 2016, 97, pp.516-523. ⟨10.1016/j.ecoleng.2016.10.002⟩, ECOLOGICAL ENGINEERING
Publication Year :
2016
Publisher :
Elsevier BV, 2016.

Abstract

International audience; Four pilot-scale single-stage vertical flow filters (of 2.25 m2 each), treating raw domestic sewage, were studied over 20 months in order to assess the impact of different designs and operational conditions on treatment efficiency. One of them was designed and operated as a standard 1st stage “French” vertical flow constructed wetland unit. The other 3 pilots differed from the standard pilot with respect to the filtration depth, the loading rate or the partial replacement of gravel by zeolite (chabazite), respectively. The pilots were monitored by analysing 24-h flow-weighted composite samples for TSS, CODtot, CODd, ammonium, nitrate and carbonate. All pilots showed a high ability to remove TSS and CODtot, with average removal of 81% and 75%, respectively. Increasing the depth of the filtration layer from 40 to 100 cm allowed to significantly improve ammonium removal (81%), whereas the simultaneous increase in hydraulic and organic loads resulted in a deterioration of ammonium and CODd removals (44% for both parameters). Using zeolite did not induce any observable improvements in ammonium removal under the conditions of the study.

Details

ISSN :
09258574 and 18726992
Volume :
97
Database :
OpenAIRE
Journal :
Ecological Engineering
Accession number :
edsair.doi.dedup.....7ead2bd8cf83d48d9777532b8524e836